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Hello everyone,
the task is as follows:
W01C0001-Introduction Beam 1D (not scored)
In this section you will create a 1D finite element model (beam) and run a linear static analysis. You will be assessed on your ability to perform the following:
- create a simple 1D model with beam elements,
- manage units, various loadings, boundary conditions,
- explore the main output variables globally and at specific points.
Forum to discuss all about use of ParaDis in discrete dislocation dynamics simulation
In Abaqus,
g(t) = 1 - ∑(gi * (1-exp(-t/taui));
in which g and gi are dimensionless.
In LS-DYNA,
G(t) = ∑( Gi * exp(-betai * t) );
in which G and Gi are in N/m2
Based on this information, how do we transform the Prony Series terms from one code to another or vice-versa given I don't have the test data available.
When I'm coding hydraulic fracturing model, I want to use cohesive zone model with FEM mothod. does anyone have experience doing this? How do you define cohesive zone length? Is it a constant?
Which plate theories are used in Abaqus for composite plate modeling?
I am using an MPC subroutine to implement proportional loading on a cubic RVE. This subroutine serves the purpose of keeping stress ratios constant (<0.8% error) if I don't use *Orientation. But once I add *Orientation feature in the input file, the subroutine fails to keep stress ratios constant (>23% error).
Note: I am defining the material orientation triad along the triad of cubic RVE.
Hi community,
Recently I have been wondering for what type of job a PhD holder in Fracture Mechanics can apply in indusrty.
Should I only look for Fracture and Damage Mechanics related posts? Or I can go for some other possibilities, considering that I wanna continue as a reserach engineer in industry.
Thanks for your tips and help
